SVENSK STANDARD SS-EN :2006/AC:2013

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1 SVENSK STANDARD SS-EN :2006/AC:2013 Fastställd/Approved: Publicerad/Published: Utgåva/Edition: 1 Språk/Language: engelska/english ICS: ; ; Eurokod 3 Dimensionering av stålkonstruktioner Del 2: Broar Eurocode 3 Design of steel structures Part 2: Steel Bridges

2 Standarder får världen att fungera SIS (Swedish Standards Institute) är en fristående ideell förening med medlemmar från både privat och offentlig sektor. Vi är en del av det europeiska och globala nätverk som utarbetar internationella standarder. Standarder är dokumenterad kunskap utvecklad av framstående aktörer inom industri, näringsliv och samhälle och befrämjar handel över gränser, bidrar till att processer och produkter blir säkrare samt effektiviserar din verksamhet. Delta och påverka Som medlem i SIS har du möjlighet att påverka framtida standarder inom ditt område på nationell, europeisk och global nivå. Du får samtidigt tillgång till tidig information om utvecklingen inom din bransch. Ta del av det färdiga arbetet Vi erbjuder våra kunder allt som rör standarder och deras tillämpning. Hos oss kan du köpa alla publikationer du behöver allt från enskilda standarder, tekniska rapporter och standardpaket till handböcker och onlinetjänster. Genom vår webbtjänst e-nav får du tillgång till ett lättnavigerat bibliotek där alla standarder som är aktuella för ditt företag finns tillgängliga. Standarder och handböcker är källor till kunskap. Vi säljer dem. Utveckla din kompetens och lyckas bättre i ditt arbete Hos SIS kan du gå öppna eller företagsinterna utbildningar kring innehåll och tillämpning av standarder. Genom vår närhet till den internationella utvecklingen och ISO får du rätt kunskap i rätt tid, direkt från källan. Med vår kunskap om standarders möjligheter hjälper vi våra kunder att skapa verklig nytta och lönsamhet i sina verksamheter. Vill du veta mer om SIS eller hur standarder kan effektivisera din verksamhet är du välkommen in på eller ta kontakt med oss på tel Standards make the world go round SIS (Swedish Standards Institute) is an independent non-profit organisation with members from both the private and public sectors. We are part of the European and global network that draws up international standards. Standards consist of documented knowledge developed by prominent actors within the industry, business world and society. They promote cross-border trade, they help to make processes and products safer and they streamline your organisation. Take part and have influence As a member of SIS you will have the possibility to participate in standardization activities on national, European and global level. The membership in SIS will give you the opportunity to influence future standards and gain access to early stage information about developments within your field. Get to know the finished work We offer our customers everything in connection with standards and their application. You can purchase all the publications you need from us - everything from individual standards, technical reports and standard packages through to manuals and online services. Our web service e-nav gives you access to an easy-to-navigate library where all standards that are relevant to your company are available. Standards and manuals are sources of knowledge. We sell them. Increase understanding and improve perception With SIS you can undergo either shared or in-house training in the content and application of standards. Thanks to our proximity to international development and ISO you receive the right knowledge at the right time, direct from the source. With our knowledge about the potential of standards, we assist our customers in creating tangible benefit and profitability in their organisations. If you want to know more about SIS, or how standards can streamline your organisation, please visit or contact us on phone +46 (0)

3 Europastandarden EN :2006/AC:2009 gäller som svensk standard. Detta dokument innehåller den officiella engelska versionen av EN :2006/AC:2009. The European Standard EN :2006/AC:2009 has the status of a Swedish Standard. This document contains the official English version of EN :2006/AC:2009. Copyright/Upphovsrätten till denna produkt tillhör SIS, Swedish Standards Institute, Stockholm, Sverige. Användningen av denna produkt regleras av slutanvändarlicensen som återfinns i denna produkt, se standardens sista sidor. Copyright SIS, Swedish Standards Institute, Stockholm, Sweden. All rights reserved. The use of this product is governed by the end-user licence for this product. You will find the licence in the end of this document. Upplysningar om sakinnehållet i standarden lämnas av SIS, Swedish Standards Institute, telefon Standarder kan beställas hos SIS Förlag AB som även lämnar allmänna upplysningar om svensk och utländsk standard. Information about the content of the standard is available from the Swedish Standards Institute (SIS), telephone Standards may be ordered from SIS Förlag AB, who can also provide general information about Swedish and foreign standards. Standarden är framtagen av kommittén för Stål- och aluminiumkonstruktioner samt samverkanskonstruktioner i stål och betong, SIS/TK 188. Har du synpunkter på innehållet i den här standarden, vill du delta i ett kommande revideringsarbete eller vara med och ta fram andra standarder inom området? Gå in på - där hittar du mer information.

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5 EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN :2006/AC July 2009 ICS ; ; English version Eurocode 3 - Design of steel structures - Part 2: Steel Bridges Eurocode 3 - Calcul des structures en acier - Partie 2: Ponts métalliques Eurocode 3 - Bemessung und konstruktion von Stahlbauten - Teil 2: Stahlbrücken This corrigendum becomes effective on 22 July 2009 for incorporation in the three official language versions of the EN. EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No.:EN :2006/AC:2009 E

6 SS-EN :2006/AC:2013 (E) 1) Modification to "National annex for EN " 2 nd paragraph, list of national choice, replace " (1)" with " (1)". 2) Modification to Paragraph "(1)", replace "2.8: Group 4" with "1.2.4: Group 4". 3) Modifications to Paragraph "(1)", replace "2.8: Group 4" with "1.2.4: Group 4". Paragraph "(1)", replace "2.8: Group 7" with "1.2.7: Group 7". 4) Modification to Paragraph "(1)", replace "2.8: Group 6" with "1.2.6: Group 6". 5) Modifications to Paragraph "(1)", replace "2.8: Group 1" with "1.2.1: Group 1". Paragraph "(1)", replace "2.8: Group 4" with "1.2.4: Group 4". 6) Modification to Paragraph "(1)", replace "2.8: Group 5" with "1.2.5: Group 5". 7) Modification to Paragraph "(4)", replace "The bridges and components may be checked with first order theory if the following criterion is satisfied for each section:" with "Bridges may be checked with first order theory if the following criterion is satisfied:". 8) Modification to Paragraph "(2)", replace "to class 3 section" with "to class 4 section". 9) Modification to Paragraph "(2)", replace ", or of diaphragms" with ", and/or of diaphragms". 10) Modifications to Paragraph (2), NOTE 2, replace "chords and flanges" with "flanges and/or chords" and replace "or chords." with "and/or chords.". Paragraph (6), replace "If the compression force N Ed is" with "If the design value of the compression force N Ed is". Paragraph (6), replace "where N E is the critical load" with "where N E is the elastic critical load". 2

7 SS-EN :2006/AC:2013 (E) 11) Modification to 7.4 Paragraph (3), replace " σ E t = b " with " σ E 2 t = b p 2 ". 12) Modification to Paragraph (1), replace the reference to "4.7.2(1), (2) and (3) of EN " with "4.7.2(1) and (2) of EN ". 13) Modification to Paragraph (1), replace the reference to "4.10(1), (2), (3), (4), (5) and (6) of EN " with "4.10(1), (2), (3), (4) and (5) of EN ". 14) Modifications to Paragraph (4), replace " σ E 2 " with " σ E,2 ". Paragraph (6), replace "fatigue stress spectra" with "stress-range spectra". 15) Modifications to Paragraph (1), replace the reference to "(8)" with "(7)". Paragraph (2), list entry d), replace for hangers, twice the length of hangers; with "for hangers, twice the distance between hangers". Paragraph (7), replace "fatigue stress spectra." with "stress-range spectrum.". 16) Modification to 9.6 Paragraph (2), Table 9.8, replace "Free edges of cope holes in webs of webs of crossbeams around soffits of stiffeners, see Figure 9.4" with "Free edges of cope holes in webs of crossbeams, see Figure 9.4". 17) Modification to A.1 Paragraph (1), replace in various places "vertical bearing capacity" with "vertical bearing resistance". 18) Modification to A.5.4 Paragraph (3), NOTE, delete "Moments determined". 19) Modification to A.5.7 Paragraph (1), replace "variable rigidity" with "variable rigidity for compression". 20) Modification to B.2.2 Paragraph (1), list entry 4., replace "including standard actions" with "including persistent actions". 3

8 SS-EN :2006/AC:2013 (E) 21) Modification to C.1.1 Paragraph "(2)", "NOTE", replace "For technical information, see National Annex." with "The National Annex may give additional technical information.". 22) Modification to C Paragraph "(1)", replace "Figure C.11" with "Figure C.10". 23) Modification to D.1 Paragraph "(3)", replace "5.3.2(10) of EN " with "5.3.2(11) of EN ". 24) Modifications to D.2.4 Paragraph "(2)", "Table D.3", Title, replace "for trusses without posts" with "for trusses". Paragraph "(2)", "Table D.3", row "2a", 2 nd column, replace "flexural stiffness I l " with "flexural stiffness EI l "; and replace "torsional stiffness I T " with "torsional stiffness GI T ". 25) Modifications to D.3.2 Paragraph "(1)", replace "with rigid supports" with "with hinged or rigid supports". Paragraph "(2)", "Table D.4", last line, add: "for Kr the radial loading (e.g. hydrostatic pressure) is supposed". 26) Modification to D.3.3 Paragraph "(1)", "Table D.7", replace "1 27) Modification to D.3.4 Paragraph "(3)", replace "the mean of all lengths lengths hh of the hangers multiplied by 28) Modification to D.3.5 q 0,45 St q " with "1 0,45 q St q 1 sin h H α, where 1 sinα Paragraph "(1)", replace "see 5.3.2(10)" with "see 5.3.2(11)". 29) Modification to E.1 k + ". k of the hangers" with "the mean of all α k (constant) is taken from Figure D.5". Paragraph "(2)", under Equation "(E.2)", definition of "σ Ed ", replace "σ loc " with "σ loc,ed "; and replace "σ glob " with "σ glob,ed ". 4